WQ0024260_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William (3. Ross JP., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, PT_ Director
Division of Water Quality
August 23, 2004
Mr. Barry Webb, City Manager
City of Belmont
Post Office Box 431
Belmont, North Carolina 28012
Subject: Permit No. VVQ0024260
City of Belmont
Reflection Pointe Development
Wastewater Collection System Extension
Gaston County, North Carolina
Dear Mr. Webb:
In accordance with your application received on August 11, 2004, we are forwarding herewith
Permit No. WQ0024260, dated August 23, 2004, to the City of Belmont for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1)15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules, Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Mooresville Regional Office 919 North Main Street Mooresvill , NC 28115 Phone: [phone] Fax: [phone]
Internet h2o.enr.state,nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
onc
NorthCarolina
Naturally

Mr Barry Webb
Page 2
August 23, 2004
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the City of Belmont for the construction and operation of approximately 5,871 linear feet of 8-
inch gravity sewer; a 320-gallon per minute pump station with duplex pumps, on -site audible and visual
high water alarms, and a on -site generator with automatic transfer switch; and approximately 24,313
linear feet of 8-inch force main to serve 370 single family residences and an amenity center as part of
the Reflection Pointe Development project, and the discharge of 178,600 gallons per day of collected
domestic wastewater into the City of Belmont's existing sewerage system, pursuant to the application
received August 11, 2004, and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Belmont
WWTP (NPDES No. NC0021181) prior to being discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
perrnit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714, Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Sonja at (704)
663-1699.
Sincerely,
for Alan W, Klimek, P.E.
cc: Gaston County Health Department
Mooresville Regional Office, Water Quality Section (VVVVIF Permit No. NC0021181)
William Riddick, McKim & Creed
Water Quality Central Files
NDPU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the North Carolina Department of
Environment and Natural Resources, Water Quality, 919 North Main Street, Mooresville, N.C.
28115.
A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible, but shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported
to the Division of Emergency Management at telephone number [phone] or (919) 733-
3300. Persons reporting any of the above occurrences shall file a spill report by completing Part I
of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Part II of Form CS-SSO (or the most current. Division approved form)
can also be completed to show that the SSO was beyond control.
Permit issued this the 23rd day of August, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WO0024260

Fast Track Engineering Certification
Permit No, W00024260
August 23, 2004
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
[ Partial [ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (© periodically, El weekly, full time) the construction of the Reflection Pointe
Development, Gaston County project for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2H ,0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
919 N. MAIN STREET
MOORESVILLE NC 28115
ATTN: DEE BROWDER
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
Application Number:
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
(to be competed by DWQ) W242Q
1. Owner:
la. City of Belmont
Full Legal Name (company, municipality, HOA, utility, etc,)
• lb. Barry L. Webb, City Manager
O Signing Official Name and Title (Please review 15A NCAC 2H ,0206(b) for authorized signing officials!)
lc. The legal entity who will own this system is:
0 Individual El Federal El Municipality 0 State/County 0 Private Partnership 0 Corporation 0 Other (specify):
ld, P.O. Box 431, 115 North Main St, 1 e. Belmont
Street Address City
1 f. NC lg. 28012
State Zip Code
O 1h, 704-825-5586 li, 704-825-0514 1,1.
Telephone Facsimile E-mail
() 2. Project (Facility) Information:
.71
O. 2a, Reflection Pointe Development 2b, Gaston County
ID. Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
0
3a. William S. Riddick, PE, McKim & Creed
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704-841-2588 3c. [e-mail]
Phone Number E-mail
1. Project is New D Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is Public (skip to Item B(3)) 0 Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
0 Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
0 Public Utility (Instruction III)
0 Homeowner Assoc./Developer (Instruction IV)
3. City of Belmont
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a, City of Belmont WPCF 4b, NC0021181
Name of WWTF WWTF Permit No,
Z 5a, City of Belmont 15b. 8" 5c,
▪ Owner of Downstream Sewer
Receiving Sewer Size Permit Number of Downstream Sewer (if known)
ai
6. The origin of this wastewater is (check all that apply):
Residential Subdivision 0 Car Wash
O Apartments/Condominiums El Institution
Ej Mobile Home Park 0 Hospital
Ej School p Church
0 Restaurant 0 Nursing Home
0 Office 0 Other (specify):
7. Volume of wastewater to be permitted in this project: 178600 gallons per day
100 % Domestic/Commercial
% Industrial
% Other (specify):
8. If the permitted flow is zero, indicate why:
O Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
O Flow has already been allocated in Permit No.
Ej Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev, 1 06/03

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9, Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
(4 bedroom home) x (120 GPD) x (370 homes) + 1000 GPD amenity center
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
5871
24313
0
0
0 ENTER TOTAL LINE LENGTH IN MILES 5.72
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
CC (self chosen - as shown on Design Flow Operational Point
0 plans for cross-reference) (MGD)
LL
2
PS1
GPM @ TDH
0.446 320
Gravity or Force Main
(use the pull down menu)
Gravity
Force Main
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator wftelemetry; 4-wet well storage)
182 FT 2
. 12, Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
CO Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
Z Yes lip No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes El No N/A
Sedimentation and Erosion Control Plan? 1: Yes 4 No Ej N/A
Stormwater? Ei Yes El No El N/A
FTA 02/03 - Rev. 1 06/03

"15
FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STA° ONS, AND FORCE MAINS PAGE 5
2
CC
0
1, Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following;
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
L1 Lake Wyk° Gaston Catawba 11-(123.5) WS5 & B
Submit the 8.5" x 11 COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
la.
I, Barry L. Webb, attest that this application for Reflection Pointe Development has been reviewed by me and is accurate!
and complete to the best of my knowledge. I understand that if all required parts of this application are not completed
and that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete, Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of
a Class 2 misdemeanor whi ay include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation. ,-- e
•
3
igning OfficiSignature
2. Professional Engineer's Certification:
attest that this application for Reflection Pointe Development has been reviewed by me and is accurate, complete and
consistent with the information in the engineering plans, calculations, and all other supporting documentation to the best of
my knowledge, 1 further attest that to the best of my knowledge the proposed design has been prepared in accordance
'CC with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996,
and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000
and the watershed classification in accordance with Division guidance. Although certain portions of this submittal package
may have been developed by other professionals„ inclusion of these materials under my signature and seal signifies that
have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10„000 as
well as civil penalties up to $25,000 per violation.
2a, William S. Riddick, PE
Professional Engineer Name
2b. McKim & Creed
Engineering Firm
2c. 2300 Sardis Road N., Suite A
Address
2d Charlotte
City
2g. 704-841-2588
Telephone
2e, NC 2f. 28227
State Zip
2h, 704-841-2567 2i. [e-mail]
Facsimile
E-mail Seal, ign ure Date
.2/03 - Rev. 1 06/03

Capynght
p
ch, Inc

0812 /04
irrr i
Numb
Programs ate dri
Non -discharge
0024260
Permit Type Fas1 Trtck
Gravity Sewer Extension, Pump Stations, P
Extensions
Primary Reviewer
sonjiiliems
Permitted Flow
178600
Facility
Facility Name
Reflection Pointe Davelinemenj
Location Address
Owner
ssure S
er
Perini Track ri Slip
Stetus
In review
Version
Per rraft onta
nor
Prcledt Tyne
New Project
Permit ClassIflc Lion
Individual'
Attiiitien
nor Region
Mooresville
County
Gaston
Patin contact Affiliation
Owner Name
City of Belmont
es/Events
Scheduled
Orig Issue App Received Draft Initlated issuance Pubtic Not
08/11 /04
Owner Type
Government - Municipal
Owner Affiliation
Barry
PO Box 431
Belmont
Reuited Activities
Subdwsion
Wastewater collection
Outfall NULL
Waterb dy Narne
Webb
NC 28012
RequestediReceiveg Events
Additional irtromration requested
Additional information received
Streams index Number
Cu r °ent Class Subbasrn

rj)
A7 Michael F. Easley, Governor
Witham G Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Kllrnek, RE, Director
Division of Water Quality
May 2, 2007
Barry Webb, City Manager
City of Belmont
P.C. Box 431
Belmont, North Carolina 28012
SUBJECT; Reflection Pointe Development
Permit No. WQ0024260
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on March 27, 2007, A
full review of the certification materials may or may not be conducted. It is assumed that receipt of
this certification indicates compliance with all regulations, design criteria and the permit. Please be
reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received a copy, please contact your consultant immediately to
obtain a copy,
You are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http://h2o.enrstate.nc.us/ndpuincipuopps.html#Sewer,
if you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
deebrowder@ncmaiLnet
Sincerely,
-t
Robert Krebs
urface Water Protection Regional Supervisor
Enclosure
Cc: Wiarn Rdck, McKim & Creed
Surface Water Protection Section Central Files {certification page only)
0ne
NorthCarolina
laturally
Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o enr,nc.stateus/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

6vx
Fast Track Engineering Certification
Permit No, WQ0024260
August 23, 2004
Complete and submit this form to the permit issuing regional office with the folio
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineers Certification and all
required supporting documentation have been received by the Division, Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
E Partial 4 Final
L4hkJfas a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe periodically, 1111 weekly, Ei full time) the construction of the Reflection Pointe
Development, Gaston County project for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable: the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
919 N. MAIN STREET
MOORESVILLE NC 28115
ATTN: DEE BROWDER
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

North Star Investors II
Reflection Pointe Development
Submersible Pump Station
Pump Station Design Calculations,
Engineering Report
Flaws
Average f esigrl Flows (AOF) Scenario
ADS - 124 pprrl
Pumping Rate
0P5
t Well Design
VOlurrae
?Mere- Tc = Porno cycfe t i
V = Volume of the Wet Well (cub?
V - To 'AO gADFIPDFP per NCDENS reguirerne
POP-FADFi l
75.95
Tc
V-
Cycles per Hou
re' Tf Wet Welt fill tin
Tr - Puri p run time (
Tn = Total pump cvcie
C - t;vcles Der 6 OUF
V
Tt= 75950
V
Tr - 759.65
3efvet Weli,; izit7c
WET WF
cos 0aameter
Controj €lt
5
Pump Stab ur Top
Ground Sudat.e
influent Sewer invert
High Water. Alarm
Lag Punic On
Lead Pump On
Pump(s) Off
Suction Intake
Wet WR Bottom
W'et Wet Struatsare 6oti;
ADF
124,00
4 Current, rnitra! pump f Ftv1 disci a ge at Str we Rd
_, 4POF- DP
196 9t
Tf + Tr
minutes r Tc
759.50 gad
notes
6.00 cycles per hour
STOPAGE DEPTH FM 8ASC0 CN
EFFECTIVE VOLUME
2.02
Depth1!t
N A
2.{
681
0.50
1 0O
1 00
2,02
Blevaticn 1.
618.36
61935
609.54
509 04
6004
607:04
60a.02
1,20
* Design allows 3.86" From "Pump(s) Off' tiv
"Wet Well Bottom"elevation and "Suction ir14 '
supplied. Consult manufactures specifications.
As Deigned by Wet Wet Manufacturer
Total Pump Station Depth
�etVlt l 6mom' ele at
n shall be set for pump
17 99

Pump Selection & Design
eneral De icin Parameters
M Pumping, Rate A 320.d 3 gem
Force raise Size: & me
Farm Main Melacrty= 2 a It s
T H=Hut4Hv+ filf+H
tenors,
Him =Middor Losses ( P
Hv = Velocity Head
Hf=FrotEon Losses
Hs = Matz Head'
static Head
k is = Highest Farce
- Highest FM Bev
Hs or 724
cn -Pump Off Elevation
724 feel
feet
ECIttle Unit Lengts of Fittings and Piping
charge. Fe11 '5 s
Valve
Run
P. t2;s„lsergs t,^iptng.
and Pipi
meths Per Fairbanks tw4orse Hy+drauullc Handboop
her.. sr,^rt3 C:. :7i
2
2
2513
2a:4a
Ida 2I,
5.40
Minor Losses for Suction Piping at Design Rose
Hazen-UVilliatns Friction Factor is 120
srr;,ts Diass Ess Pr.
MS.:FE.WES Ei
0 256
Net Positive Suetl n Head Available
d7kPSHa - ha -W hss hfs - men
where
4
8 feel
GquEvatend
FESEssrs..
SoulincuStiirsz
S
ETD taraPst?i
Fhi
2a Bend
5' 45 Bend" 7
8' 22.5 Bend 20
8' 11 25 Bend,.. ?. 2 5 7.,,
F'8 Ptt
a' PIP
tollF
xteerrth Eddie
ToHss ESE.
ta1
PP
p.
ha = Atmospheric Pressure of Water et Mean Sea' Laveq = 33 9 f
hss = Suction Static Head (Pumps Off Elevation - ` ele m CI Deeatica11 = 7.73 6
hfs = Minor Lasses car Suction Piping at Design Firm = 0,00 01
rips s Vapor Pressure for Water at 6td9S F. 0:65 ft

n.g50.10T2tgi.g8.
8 88 8
3238338833
§
3:8 838 3
808 388 „..; 8 388 8 48
P03V4.0%21'.:!0:0'49
000,8000000
8888838288
884238
o .0.,n0u0
p onnoo -0 0 n
880,838888
838383E28
2383233838.80
833838.3434838
onbouonbob
CD C., 0 C, 88!
838-- 88888,3
88333838338
.. • 818 2 3 1 2 3 3'283 818 3 823,
, ;838888
t 823i8°

Head Curves
Mia ewer
Maximum
TDH
600
TDH
990 49
17864
2 04
241 35
26 4
Brake Horse Power
E1HP = #gprn ' TDH ` sg) / (3960 * Pe)
where;
Vert
gprn = design 1i at o
TDH =Total Dynamic Head
so = SPecific Gravity of grater at 5
Pe 8,P811111 pvp _,.
Ly
4C1d:00
350;00
30 a 0
FM P19 19
FSPiping o
124.00 gpn
00 gpm
ruin v9
max
Pump Curves
194,
189.00
184.00
31 24 HP
745 ..,.
5 inches
8' FM
0 79
04
Cie:
n Paint
9
TDH
FT
Pump Selection
4" 5435MV - 13"
Fairbanks Morse
NPSHr m
NPSHa=
11 70 to
35.04 tt
PUMP AND SYSTEM HEAD CURVES - " FM
• TISH (MIN
• TDH(MAX)
1800 } FM
• Design: Paint

Bouancy Calcuiations
wet waedk top,
slag
e
at%
boticsm stab
sari
overburden
0lsplaced
bottom slab
'4:Assu e gra
{tt)
Hergtrt Area Volurr@e Density Weight
1 3 (642) 0153) (p661'31 Iliad
1 63 62' 63, 62 15t 9,541
16 15 13 3J 215.63 150 32,345
73 130 07 150 28,510
42 48.95 37.6 17,
896
233
5 63.62 964 62.4 60,141
95,03 190 62,4 _11861
72,001
h soil c verraurden a# tl water d@splaeed = 16,292 1Yb
Fat r of Safety c t.2

Hughes supply, r`
PO Box 2504
Hickory, North Ca iii�)t
T8 t.3 324 9705
t32 3'244355
December 29, 2005
James E. Harris Construction
'I00 Parr Drive
Huntersville, NC 28070
Attention:
Reference -
Dear John
John Harris
Reflection Point Lift Station
Belmont, NC
Please use this for your records that on 12/16/05 the pumps and controls furnished for
the above subject were checked for proper installation, tested and left ready for
automatic operation. VVhile there, a draw down test was conducted with the following
results recorded:
Enclosed are six {} copies of O&M manuals for you to f
If you have any questions please let us know.
Sincerely,
HUGHES UPPLY
ENGINEERED PRODUCTS Ii I I N
James 9V: inpc
James N. Hicks
Sales and Service Engineer
Enclosure
cc: I Ir. Robbie Edwards
JNHinpc
o the proper authority:

MEMORANDUM
TO: Gerald Hatton, John Harris, Steve Brown, Mike Reeve, McKim & Creed files.
FROM: George Galambos, El
DATE: Dec. 19, 2005
RE: Reflection Pointe
Pump Station Startup
M&C#: 02473.0005 (67)
A startup was conducted at the City of Belmont Reflection Pointe Pump Station on Friday Dec.
18, 2005. Representatives from the following interested parties were in attendance; State
Utilities, James E. Harris Construction, Hughes Supply, The City of Belmont, Caterpillar, North
Star Investors II, and McKim & Creed.
The following items were identified for correction prior to acceptance of the station by the City of
Belmont;
1. Handhold installed on top slab of wet well is to be removed.
2. Top three steps in wet well shall be removed.
3. Handhold shall be installed on top slab of valve vault at ladder location.
4. Stainless steel safety post cable (3 ft length) shall be supplied.
5. Hoist shall be supplied and installed on top slab (opposite side of vents) of wet weI,
6. Polyurea coating shall be applied to interior of wet well,
7, Phone service to auto -dialer shall be installed. Phone account is to be established in the
name of the City of Belmont.
8, Generator battery shall be moved from the front to the side of generator unit to facilitate
access.
9. Conduit ends leading from pump cable splice box shall be filled ith Chico compound
sealant.
w
SA247310005l60-ConAdm‘PS Startup\Dec. 19 2005 Memo.doc

A•tob,"McKINI&CREED
8020 Tower Point Drive
Charlotte, NC 28227
LETTER OF TRANSMITTAL
Tel: [phone]
Fax: [phone]
DESIGNATED RECIPIENT: Dee 'Browder COMPANY: Mooresville Reg. Office NCDWO
ADDRESS: 919 N. Main Street
Mooresville, NC
SENDER: Sid Riddick DATE,: 3/22/07
PROJECT NUMBER; 02473.0005
RE: Gravity Sewers, Pump Station, Force Main
WE ARE SENDING: I 1 Originals Ni Prints
Issue Status Code:
Action Status Code: 1. No Exceptions Taken
REMARKS:
PHONE NUMBER:
PROJECT NAME: Reflection Pointe
Specifications Calculations
Shop Drawings TI Samples
her --
Description
Engineers Certifications
Pump Station Design Calculations & Pumping Test Results
Record Drawings — Gravity Sewers & 'Pump Stations
Record Drawings — Force Main
Record :Drawings — Canal Crossings
A. Preliminary B Fobrication Only C, For Information
E. Construction F. For Review & Comments G. For Approval
2. Make Corrections Noted 3. Other
4. Amend Sz Resubmit 5, Rejected
Status
G,H
G, 1-1
D. Bid
II See Remarks
Certifications, Design Calculations, Pump Tests & Records Drawings Are Submitted For Your
Records And Approval As A Condition of Permit WQ 0024260.
MAR
pc: Roger Milan, North StarInvestorsnvestors 11, LCC
David Isenhour, Belmont Signed
Gerald Hattori, PE - Arcadis
CREED, PA